Abstract

In the field of geophysics and civil engineering applications, ground penetrating radar (GPR) technology has become one of the emerging non-destructive testing (NDT) methods thanks to its ability to perform tests without damaging structures. However, NDT applications, such as concrete rebar assessments, utility network surveys or the precise localization of embedded cylindrical pipes still remain challenging. The inversion of geometric parameters, such as depth and radius of embedded cylindrical pipes, as well as the dielectric parameters of its surrounding material, is of great importance for preventive measures and quality control. Furthermore, the precise localization is mandatory for critical underground utility networks, such as gas, power and water lines. In this context, innovative signal processing techniques associated with GPR are capable of performing physical and geometric characterization tasks. This paper evaluates the performance of a supervised machine learning and ray-based methods on GPR data. Support vector machines (SVM) classification, support vector machine regression (SVR) and ray-based methods are all used to correlate information about the radius and depth of embedded pipes with the velocity of stratified media in various numerical configurations. The approach is based on the hyperbola trace emerging in a set of B-scans, given that the shape of the hyperbola varies greatly with pipe depth and radius as well as with velocity of the medium. According to the ray-based method, an inversion of the wave velocity and pipe radius is performed by applying an appropriate nonlinear least mean squares inversion technique. Feature selection within machine learning models is also implemented on the information chosen from observed hyperbola travel times. Simulated data are obtained by means of the finite-difference time-domain (FDTD) method with the 2D numerical tool GprMax. The study is carried out on mono-static, ground-coupled GPR datasets. The preliminary study showed that the proposed machine learning methods outperforms the ray-based method for estimating radius, depth and velocity. SVR, for instance, calculates depth and radius values with mean absolute relative errors of 0.39% and 6.3%, respectively, with regard to the ground truth. A parametric comparison of the aforementioned methodologies is also included in the performance analysis in terms of relative error.

Highlights

  • Ground penetrating radar (GPR) is a non-destructive testing (NDT) method used to both assess the subsurface conditions of a structure and locate buried objects using electromagnetic waves [1]

  • We presented a comparative study to analyze the performance of the raybased method, Support vector machines (SVM) and support vector machine regression (SVR) to estimate velocity, depth and radius of buried cylindrical pipes

  • In this particular study, with the proposed feature set, the SVM and SVR performances were much better than the ray-based method

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Summary

Introduction

Ground penetrating radar (GPR) is a non-destructive testing (NDT) method used to both assess the subsurface conditions of a structure and locate buried objects using electromagnetic waves [1]. In addition to the wide range of GPR applications listed in [2], estimating the depth and radius of buried cylindrical pipes has become an important task—for instance, in concrete rebar investigation and underground utility network localization [3]. Within the scope of buried utility pipes, since the 3D localization of underground utility pipes has become mandatory to avoid accidents during excavation, the estimation of depth and radius has been widely studied, as demonstrated in the literature, using the following: the ray-based method [4], full-wave inversion (FWI) [3], Hough transforms [5] and machine learning techniques [6]. Liu et al [3] used ray-based and FWI approaches to develop a novel method to estimate radius, depth and relative permittivity of utility pipes

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